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Freeport NIP(7.6)-LR010505
GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 5 5495 Belt Line Road, Suite 360 REPORT DATE: 05-05-01 Dallas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston TECHNICIAN: J. Gray PAGE: 1 of 2 CONTRACTOR: McMahon Contracting Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S, G. Density Moisture Proctor Compaction No. Date Location (feet) (pct') ( %) ID Level (%) 12 02-06-01 Water Line W-l: STA 1+50 0.0 91.2 23.0 2 89.4, 13 Water Line W-1: STA 1+50 3.0 86.4 25.8 2 84.7, 14 Water Line W-l: STA 1+50 2.0 87.5 25.2 2 85.8, 15 Water Line W-l: STA 1+50 1.0 85.2 28.5 2 83.5, 16 Sanitary Line S-1: STA 1+60 5.0 84.2 27.3 2 82.5, 17 Sanitary Line S-1: STA 1+60 4.0 86.5 25.7 2 84.8* 18 Sanitary Line S-l: STA 1+60 3.0 90.1 23.1 2 88.3, 19 Sanitary Line S-l: STA 1+60 2.0 85.7 27.0 2 84.0* 20 Sanitary Line S-l: STA 1+60 1.0 86.2 26.4 2 84.5* 21 Sanitary Line S-1: STA 1+60 0.0 85.6 28.1 2 83.9* 22 03-19-01 Bldg Pad: 40'N, 450'E(1) 2.5 95.5 26.5 2 93.4 23 Bldg Pad: 100'N, 450'E(1) 2.5 100.5 18.8 2 98.5 24 Bldg Pad: 100'N, 350'E(1) 2.5 100.4 19.6 2 98.4 25 03-21-01 Box Culvert Line ST-3: STA 1+55 5.5 100.9 16.5 1 98.0 26 Box Culvert Line ST-3: STA 1+50 4.5 108.0 16.4 3 95.6 27 Box Culvert Line ST-3: STA 1+30 3.5 108.3 15.4 3 95.8 28 Box Culvert Line ST-3: STA 1+25 2.5 111.5 14.0 3 98.7 29 Box Culvert Line ST-3: STA 1+20 1.5 108.8 14.8 3 96.3 30 Box Culvert Line ST-3: STA 1+20 0.8 111.4 15.5 3 98.6 31 Box Culvert Line ST-3: STA 1+00 0.0 108.8 15.8 3 96.3 32 Box Culvert Line ST-l: STA 0+75 0.0 108.2 15.1 3 95.8 33 Box Culvert Line ST-l: STA 0+75 1.0 108.0 15.5 3 95.6 34 Box Culvert Line ST-1: STA 0+75 2.0 98.4 18.4 1 95.5 35 Box Culvert Line ST-l: STA 0+75 3.0 109.3 14.9 3 96.7 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REI~ORT NO. 5 REPORT DATE: 05-05-01 REG PROJECT NO. 7623 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 36 03-21-01 Box Culvert Line ST-l: STA 0+75 4.0 99.8 16.6 1 96.9 37 Box Culvert Line ST-l: STA 0+75 5.0 98.6 18.9 1 95.7 38 Box Culvert Line ST-l: STA 0+75 6.0 100.4 17.3 I 97.5 39 03-23~01 Bldg Pad: 20'N, 40'E(2) 2.0 99.0 18.4 1 96.1 40 Bldg Pad: 70'N, 50'E(2) 2.0 97.3 19.4 1 94.5 41 Bldg Pad: 130'N, 50'E(2) 2.0 97.4 19.6 1 94.6 42 Bldg Pad: 180'N, 50'E(2) 2.0 99.8 17.9 1 96.9 43 Bldg Pad: 240'N, 40'E(2) 2.0 98.0 20.9 2 96.1 44 Bldg Pad: 30'N, 100'E(2) 2.0 99.2 20.1 2 97.3 45 Bldg Pad: 80'N, 90'E(2) 2.0 99.7 17.9 1 96.8 46 Bldg Pad: 140'N, 100'E(2) 2.0 98.5 18.8 1 95.6 47 Bldg Pad: 190'N, 100'E(2) 2.0 99.5 18.0 1 96.6 48 Bldg Pad: 250'N, 100'E(2) 2.0 98.9 18.6 1 96.0 49 Bldg Pad: 20'N, 150'E(2) 2.0 99.9 19.4 2 97.9 50 Bldg Pad: 80'N, 150'E(2) 2.0 99.5 20.0 2 97.5 51 Bldg Pad: 140'N, 150'E(2) 2.0 97.8 21.2 2 95.9 52 Bldg Pad: 200'N, 140'E(2) 2.0 98.8 20.5 2 96.9 53 Bldg Pad: 240'N, 140'E(2) 2.0 99.7 19.7 2 97.7 54 Bldg Pad: 20'N, 200'E(2) 2.0 108.7 14.6 3 96.2 55 Bldg Pad: 70'N, 210'E(2) 2.0 108.0 15.1 3 95.6 56 Bldg Pad: 150'N, 200'E(2) 2.0 108.8 14.6 3 96.3 57 Bldg Pad: 200'N, 200'E(2) 2.0 108.3 15.0 3 95.8 58 Bldg Pad: 250'N, 200'E(2) 2.0 107.7 15.3 3 95.3 Comments: Where tested, materials were in compliance with project specifications unless otherwise notes. (*) indicates failing test, not retested as of this report. Con- tractor notified on 02/12/01 and 03/27/01. Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from S.W. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. KA/cg